Civil 3D - Create Surface

August 25, 2018 | Author: Arthur Primus | Category: 3 D Computer Graphics, Contour Line, Autodesk, Topography, Auto Cad
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AutoCAD Civil 3D 2010 Education Curriculum Student Workbook Unit 2: Create Ground Data

Lesson

3

Surfaces Overview In this lesson, you learn how to work with surfaces in AutoCAD Civil 3D. Surfaces are threedimensional objects used to represent both existing and proposed terrain conditions. The display of a surface is controlled with a surface style. Surfaces can be displayed with different components including contours, triangles, and points. Surfaces can also be annotated with contour elevations, spot elevations, and slopes. Engineers usually display existing terrain surfaces on their plans with contours. During the design process, engineers regularly work with existing terrain surfaces. These surfaces are used to check the interaction between the proposed design and the existing terrain. Engineers also create surfaces representing proposed conditions during the design process. These surfaces are used to help visualize the design, calculate material quantities, and to generate data required for construction staking.

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Objectives After completing this lesson, you will be able to: 

Describe surfaces.



Describe how breaklines are used for surface modeling.



Create a surface from points and breaklines.



Create and apply surface styles.



Apply contour, slope and spot elevation labels to a surface.



Export a surface to Google Earth.

Exercises The following exercises are provided in a step-by-step format in this lesson: 1. Create a Surface 2. Modify Surface Properties 3. Edit a Surface 4. Create Surface Styles 5. Assign a Contour Style and Apply Surface Labels 6. Export a Surface to Google Earth

Introduction to Surfaces Surfaces are the basic building blocks in Civil 3D. You use surface objects to create a threedimensional representation of existing and proposed project data. A Triangulated Irregular Network, or TIN, is a surface model consisting of data points (vertices) connected by 3D lines (TIN lines) to form three-dimensional irregularly shaped triangular faces. These triangular faces are collectively called a TIN. TINs are used to model existing ground surfaces, proposed surfaces, subsurfaces (like bedrock), and water surfaces. By connecting surface points with a network of triangulation lines, you create a dynamic, continuous representation of a surface. Using this network, you can interpolate the elevation of any location on the surface, not just locations that are defined by a point. The TIN models a continuous surface that you can use to display contours and elevation data, and create surface profiles and targets for slope daylighting.

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A surface representing an existing intersection is shown in the following illustration:

When you use a surface to create an existing ground profile for an alignment, or an existing ground cross section, the data points for the profile (station and elevation) and the data points for the cross section (station and offset) are generated where the alignment or cross section sample line interest the triangulation lines. Furthermore, contours are generated by connecting the points on the triangulations lines that have the same elevations. It is therefore very important to ensure that the triangulation lines are generated in the correct locations and connect to the correct points. You can read more about this topic in the section on breaklines. In the following illustration, note how the triangulation lines provide the “shape” for the contours. Also notice how the contours connect common elevations on the TIN lines.

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You can create two types of surfaces. Regular surfaces are used to model existing and proposed terrain. You use volume surfaces to calculate site volumes by referencing an existing and a proposed surface. The following illustration shows the Civil 3D interface for creating a TIN volume surface:

When you create surfaces, you should keep the following important points in mind: 

When creating surfaces from point data, points that do not represent the topography should be excluded from the surface model to ensure the accuracy of the surface. Examples of points to exclude include manhole inverts, hydrant tops, and raised manhole lids. You can use the exclusion criteria in a point group to exclude certain points from the surface model.



If the surface contains terrain breaks, breaklines must be defined to accurately represent the terrain breaks on the surface.

Examples of Surfaces Surfaces can be used to model both existing and proposed conditions. You use surfaces that represent existing conditions to: 

Display base mapping contours.



Generate surface profiles for alignments.



Generate surface sections.

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Calculate volumes when compared against a proposed surface.



Calculate grading limits for corridors and grading objects.

You use surfaces that represent proposed conditions to: 

Display proposed contours.



Calculate volumes when compared against an existing surface.



Generate construction staking data.



Label design spot elevations and grades.

About Breaklines Breaklines are required for most surface modeling tasks. Surface triangulation lines follow along the defined breaklines. It is important that triangulation lines follow the terrain breaks in order to accurately model the terrain. When you define a breakline, the surface lines follow the breakline instead of interpolating an elevation for the location using the closest points. Breaklines increase the accuracy of the surface because they interpolate elevations between two consecutive points along a distinctive terrain break. Adding a breakline improves the three-dimensional representation of linear features on the surface.

Types of Breaklines The two most common types of breaklines defined in AutoCAD Civil 3D are proximity breaklines and standard breaklines. You choose the breakline type based on the type of polyline, 2D or 3D, being defined as a breakline. Proximity Breaklines Proximity breaklines are defined from 2D polylines. Elevations and locations of breakline vertices are determined by physically relocating each vertex of the 2D polyline to the nearest point used to create the surface, and assigning the northing, easting, and elevation of that point to the vertex. Proximity breaklines are most often used when the polylines are created by snapping to the nodes of the points. This functionality is very useful when you want to use 2D polyline base plan entities (pavement edge, crown, ditch bottom, and so on) as breaklines.

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Standard Breaklines Standard breaklines are defined from 3D polylines. The northing, easting, and elevations of the polyline vertices are used to define the points along the breakline. Breaklines are listed on the Prospector tab of the Toolspace windows by expanding Surface, Surface Name, Definition, and Breaklines.

Breakline Example Suppose that your surface data includes a line of points representing a ridge or swale, but the points are far apart in places. As a result, there might be triangles that cross the line, reducing the precision of the surface. When this happens, you can create a breakline that represents the feature more accurately. In another example, you define breaklines to represent the distinct terrain breaks along an existing roadway, such as crown of road, edge of pavement, gutterline, or sidewalk. Because these are breaklines, the surface triangulation lines are forced along them. This means that you can always interpolate an elevation between two consecutive points along a distinct terrain break. In the following illustration, the 3D polyline represents the course of a stream. Triangles cross the stream at various points.

When you use the 3D polyline to create a standard breakline, the elevations at each of the line's vertices are added to the surface. When you rebuild the surface, no triangles cross the breakline.

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Notice how the polyline crosses the triangles that describe the surface in the illustration on the left. The illustration on the right shows the same polyline made into a breakline. Notice how the surface triangles follow the breakline, increasing the accuracy of elevation calculations at this part of the surface.

Surface Properties You modify Surface Properties to assign a surface style, change the surface definition parameters, specify surface analysis parameters, and to review surface statistics. You can also perform other useful functions such as setting the maximum triangle length and resolving crossing breaklines. When you modify the properties of a surface, you can: 

Provide a name and description.



Assign a surface style.



Lock or unlock a surface.

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Specify the maximum triangle length for a surface.



Resolve crossing breaklines.



Specify analysis parameters.



Review surface statistics.

When you modify the surface properties, you can also change the order in which certain operations were performed on a surface, by using the Operation Type list. The Operation Type list displays all of the data addition and editing operations made to a surface, in the order in which they were performed. It also shows the parameters for each operation.

When you create and edit a surface, you can perform many different types of operations to add data and edit surfaces. The order and inclusion of these operations could produce undesired results. The Operation Type list makes it easy to track the operations you perform on a surface, undo or redo the operations, and change the order in which operations are executed.

Maximum Triangle Length When you modify the surface properties you can establish the maximum triangle length. This is a very quick way to delete the unwanted long triangulation lines that appear around the surface perimeter. This first illustration shows a surface without the maximum triangle length set.

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This following illustration shows the surface with the maximum triangle length set to 75' (20 m).

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Crossing Breaklines You can resolve issues with crossing breaklines when you modify the properties of a surface. By definition, triangulation lines are forced along breaklines. Furthermore, triangulation lines cannot cross each other. Therefore, when breaklines cross, an error is generated. If a resolution to the breakline is not assigned, the second breakline created will be ignored. You can resolve crossing breaklines using any of the following methods: 

Use the first breakline elevation at and the intersection.



Use the last breakline elevation at the intersection.



Use the average breakline elevation at the intersection.

The most common solution for crossing breaklines is to enable the Use Average Breakline Elevation at the Intersection option. You enable this option in the Surface Properties dialog box, shown in the following illustration.

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Editing Surface Triangles You can edit surface triangles to achieve greater precision in your terrain model. You can delete triangles or change the orientation of their edges. An edit operation list is maintained so that you can view different versions of the surface as you edit. The more common edits involve deleting triangles and swapping triangle edges. Keep the following important points in mind when editing surface triangles: 

To keep surface editing to a minimum, create a surface from quality data. Always use breaklines and remove data that does not accurately represent the terrain.



When you edit a surface, it is useful to assign a style that displays both triangles and contours. This style enables you to see the effects of editing triangulation lines on the contours.



Best practices in breakline creation are breaklines that do not cross. In some instances, however, you may be provided with breaklines from another source that may cross each other in some locations. In these cases, it is necessary to resolve the crossing breaklines so that you create an accurate surface.

Deleting Triangles In some cases, triangles are created in areas where there is not enough point data to accurately represent the surface shape and elevation. As part of your review of the surface data, you can identify the superfluous triangles and delete them from the surface. The following illustration shows a section of a surface that was created by importing point data from a text file without defining a boundary. The long triangulation lines located at the surface boundary are created by joining two distant points. The point data in this area is too

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scarce to include it in the surface. To refine the surface, you can create a boundary that excludes the problem area, or you can delete the triangles.

The following illustration shows the same area of the surface after you delete the triangles. The surface border now coincides with the limit of the point data.

Swapping Triangle Edges Often you are provided with contour or polyline data to create a surface. After you import the contours, a surface is created that consists of a network of triangles based on the X, Y, Z

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coordinates of the contour vertices. Sometimes, the surface triangles are oriented incorrectly, producing a flat surface rather than a three-dimensional one. You can configure Civil 3D to automatically check for these flat locations. Alternatively, you can change the direction of the triangle lines using the Swap Edge command. The following illustration shows a detail view of a surface created from contours. In the circled area, the generated triangles connect points on a contour, rather than connecting points between contours. This location on the surface appears as though there was no change in the elevation, showing a flat surface.

With the Swap Edge command, you can change the direction of triangle lines to improve the accuracy of the surface. In the following illustration, two triangle edges that connected the same contour were edited. In the original version of the surface, the contours were oriented from upper left to lower right. In the current version, they are oriented from lower left to upper right.

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Surface Styles You create and assign surface styles based on how you want to display the surface. For example, if you need to edit a surface, you assign a surface style that shows both triangulation lines and contours. If you want to display a surface as part of a background map, you assign a surface style that displays only contours. You can even assign a surface style that suppresses the display of the surface entirely. With model-based design, design objects can serve as the final drafted objects that you would display on contract drawings. The following illustration shows a surface that uses a surface style to display contours.

You can create surface styles to display any combination of the following surface components: 

Points



Triangles

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Borders



Contours (major, minor, and user)



Grids



Analysis (directions, elevations, slopes, slope arrows, and watersheds)

You can also create surface styles that suppress the display of all surface components. This type of style is named as a No Display style and is an alternative to turning off the surface layer.

Example of a Surface Style A surface style that displays contours and triangles is useful for editing a surface. When you edit a surface, you manipulate the triangulation lines. If the contours are also visible, you can immediately see the effects of the edits on the contours. The following illustration shows the Surface Style dialog box for a style that displays the Triangle, Major Contour, and Minor Contour components.

A surface using the Contours and Triangles surface style is shown in the following illustration.

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Key Terms DTM

Digital Terrain Model. A digital terrain model is another name for a surface.

TIN

Triangulated Irregular Network. AutoCAD Civil 3D uses a TIN to represent surface models. A TIN is created by connecting points with closest proximity, forming a series of interconnected triangular surfaces.

Breakline

Breaklines represent distinct terrain breaks and are critical to produce a more accurate terrain model. Examples of breaklines include road crowns, gutters, top of bank, bottom of bank, ditch edges, stream edges, and sidewalk edges. When creating surfaces, breaklines must be defined. Triangulation lines cannot cross over breaklines. Triangulation lines are forced to “break” the terrain and run along the length of defined breaklines to match the terrain “break.”

Proximity Breakline

A proximity breakline is defined from 2D polylines. Proximity breaklines assign elevations by physically relocating the polyline vertices to the nearest surface data point, and assigning that elevation to the breakline. 2D polylines created with vertices at the point node locations do not relocate, because the nearest surface data point is at the location where the vertex was created. The 2D polyline still remains a 2D polyline; however, the 3D information is transferred to the breakline definition.

Contour

A contour line connects points of constant elevation. Contour lines are created by connecting locations on triangulation lines that have the same elevation.

Boundary

The boundary of a surface controls the extent of triangulation that can occur. A well-defined boundary can stop unintended interpolation

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between distant points. Surface Style

The surface style controls the display of the surface. Surface styles can be used to display surfaces as triangles, points, contours, borders or grids. You can also create surface styles to suppress the display of a surface. This functionality is especially useful when working with large surfaces.

Naming Template

Naming templates are used in AutoCAD Civil 3D to automatically assign names to newly created objects. Naming templates are useful when large amounts of civil engineering data are being created. They help organize the data in the drawing. Users can override the names automatically assigned with naming templates.

Invalid DTM Points

Invalid DTM points are excluded from point groups used to create surface models. These points do not represent true surface elevations. Typical examples include sewer inverts and tops of fire hydrants.

Google Earth

Google Earth is a popular geospatial application made by Google. Google Earth enables you to view aerial photographs and other data anywhere on the surface of the earth. You can download Google Earth by visiting earth.google.com.

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Exercise 1: Create a Surface

4. In the Create Surface dialog box, under Information:

In this exercise, you create a surface from points and breaklines. A point group for surface modeling already exists in the drawing.



For Name, enter EG1.



For Description, enter Existing Ground Topo.

This point group excludes the points that are not suitable for surface modeling such as tops of fire hydrants and survey monument data. Breaklines are created using the proximity breakline definition method.



Note that the default Style is Contours and Triangles. The assignment of the default surface style is done in Command Settings.



Click OK.

In Prospector, EG1 is added to the Surfaces collection. You do not see anything in the drawing yet. This is because the surface does not contain any data.

For this exercise open …\I_SurfacesEX1.dwg (M_Surfaces-EX1.dwg).

In the next steps, you add point group data to the surface.

1. In Toolspace, Prospector tab:

5. In Toolspace:



Click to expand Point Groups.





Right-click Existing Surface Definition. Click Properties.

Click to expand Surfaces, EG1, Definition.



Right-click Point Groups. Click Add.

2. In the Point Group Properties dialog box, on the Exclude tab: 



Notice the exclusions. The points matching these descriptions do not represent the elevation of the existing topography and are excluded from the surface. (Note: The asterisk ‘*' is a wild card).

6. In the Point Groups dialog box: 

Click Existing Surface Definition.



Click OK.

The surface is built and displayed using the Contours and Triangles surface style. Notice the surface in the drawing area.

Click Cancel.

You now create the surface. 3. In Prospector: 

Collapse Point Groups.

Also notice that some points were excluded from the surface model.



Right-click Surfaces. Click Create Surface.

7. Zoom in to the four-legged intersection on the right side.

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11. In the Add Breaklines dialog box:

Some points were excluded from the surface model because they were not included in the Existing Surface Definition point group. These excluded points do not represent the true topography. 8. Look closely at the triangulation and the base plan linework. All the polylines on the base plan represent terrain breaks. The triangulation lines, however, do not follow over the base plan polylines.



For Description, enter All Breaklines.



For Type, click Proximity.



Click OK.

A proximity breakline is defined from 2D polylines. Proximity breaklines assign elevations by physically relocating the polyline vertices to the nearest surface data point, and assigning that elevation to the breakline. 2D polylines created with vertices at the point node locations do not relocate, because the nearest surface data point is at the location where the vertex was created. The 2D polyline still remains a 2D polyline; however, the 3D information is transferred to the breakline definition. 12. When prompted to select objects, use the AutoCAD window selection set option. Select the entire drawing to select all 2D polylines. Press ENTER. The Panorama window displays some crossing breakline errors in the Event Viewer. You address these shortly. 13. If an exclamation mark appears next to EG1, right-click EG1. Click Rebuild. When an exclamation mark appears next to an object in Prospector, this means that the object is out of data and requires updating.

9. Navigate to other areas in the drawing and make the same observation. Next, you define breaklines to force the triangulation along the terrain breaks. 10. In Prospector, under Surfaces, EG1, Definition, right-click Breaklines. Click Add. Unit 2 – Lesson 3: Surfaces

14. The EG1 surface automatically updates. Notice that the triangulation lines follow directly over the base plan polylines. This indicates that all breaklines are defined.

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The error messages in the Event Viewer indicate crossing breaklines. This occurs in the locations where the breaklines are slightly overlapped. Do the following: 15. Click Action > Clear All Events. 16. Close Panorama. 17. Close the drawing. Do not save the changes.

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Exercise 2: Modify Surface Properties In this exercise, you modify the properties of the surface to: 

Change the surface style.



Manage crossing breaklines.



Change surface definition parameters.



Review surface statistics.

3. In the drawing area: 

Click any contour to select the surface.



Right-click. Click Surface Properties.

4. In the Surface Properties - EG1 dialog box, on the Information tab: For this exercise, open …\I_SurfacesEX2.dwg (M_Surfaces-EX2.dwg). 1. In Toolspace, Prospector tab:



For Surface Style, select _No Display.



Click OK.



Click to expand Surfaces.

The drawing updates and the display of the surface is suppressed.



Right-click EG1. Click Surface Properties.

5. In Prospector:

2. In the Surface Properties - EG1 dialog box, on the Information tab: 

For Surface Style, select Contours 1' and 5' Background (Metric: Contours .2m and 1m Background).



Click OK.

The display of the surface updates to show contours.



Click to expand Surfaces.



Right-click EG1. Click Surface Properties.

6. In the Surface Properties - EG1 dialog box, on the Information tab: 

For Surface Style, select Elevation Banding (2D).



Click Apply.

7. Drag the Surface Properties dialog box away. Notice the changes in the drawing. 8. In the Surface Properties dialog box:

Unit 2 – Lesson 3: Surfaces



For Surface Style, select Contours and Triangles.



Click Apply. Civil 3D 2010 Student Workbook ▪ 21

Note that the surface is now displayed using contours and triangles. Next, you set the maximum triangle length to eliminate unwanted long triangulation lines around the surface perimeter. 9. Click the Definition tab. Click to expand Build and do the following:  

For Use Maximum Triangle Length, select Yes. For Maximum Triangle Length, enter 75' (30 m).

In the drawing, all triangles shorter than 75' (30 m) are removed. This technique is useful for deleting long unwanted triangles near the perimeter of the surface. Next, you review the surface statistics. 11. In Prospector, right-click EG1. Click Surface Properties. 12. In the Surface Properties - EG1 dialog box, on the Statistics tab: 

Click to expand General.



For Allow Crossing Breaklines, select Yes.



Note the elevation statistics for the surface.



For Elevation to Use, select Use Average Breaklines Elevation at Intersection. This action eliminates the crossing breaklines processing error that you encountered earlier.



Click to expand Extended and TIN.



Review the other surface statistics.



Click OK.



Click OK.

Your drawing at this stage appears as follows:

13. Close the drawing and do not save the changes.

10. In the Surface Properties - Rebuild Surface dialog box, click Rebuild the Surface.

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Exercise 3: Edit a Surface In this exercise, you edit a surface to ensure that the triangulation lines correctly represent the topography you are modeling. You add a line, delete a line, and swap an edge on a surface.

crossing selection set on the command line. 4. On the command line, enter C. Press ENTER. 5. Using the crossing selection method, select some of the longer unwanted triangulation lines that span across the intersection corners. Press ENTER when done.

For this exercise open …\I_SurfacesEX3.dwg (M_Surfaces-EX3.dwg). 1. Zoom in to the intersection on the right side of the drawing. 2. Notice that in the vicinity of the intersections, some longer triangles remain and span across corners. These triangles are not accurate and result in the incorrect display of contours. Tip: You can use any AutoCAD selection set option such as Fence or a single object selection. Notice how the contours automatically update to reflect the surface changes. 6. In Prospector, right-click Edits. Click Swap Edge.

3. In Toolspace, on the Prospector tab: 

Click to expand Surfaces, EG1, Definition.



Right-click Edits. Click Delete Line.

7. When prompted to select an edge, select a triangulation line with a contour passing through it. Press ENTER when done.

You use the crossing selection set option to select the lines to delete. With the Delete Line command, you must indicate a Unit 2 – Lesson 3: Surfaces

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8. Notice how the edge reorients itself in the opposite direction. If there is a contour present, it also readjusts based on the position of the triangle.

13. Close the drawing. Do not save the changes.

9. In Prospector, click Edits. 10. Notice the list of edits in the item view area of Prospector.

11. Right-click any of the edits. Notice that you can delete any unwanted edits. Note: If you do not have the option to delete an edit in the item view, you can make the change in the Surface Properties, Definition tab. Right-click the operation. Click Remove from Definition. 12. If you have time, use these two commands to finish editing the EG1 surface. Your final drawing should appear as follows:

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Exercise 4: Create Surface Styles In this exercise, you modify, create, and apply surface styles. A surface is a singular object in Civil 3D. A surface style controls the display of a surface. Surface styles can be used to display the surface as points, triangles, borders, contours, and grids.

For this exercise open …\I_SurfacesEX4.dwg (M_Surfaces-EX4.dwg). The surface in the drawing is displayed using the Contours and Triangles surface style. Note that not many contours are visible. The contour interval is too big. You begin by modifying the Contours and Triangles surface style to decrease the contour interval. 1. In Toolspace, on the Settings tab: 

Click to expand Surface and Surface Styles. Notice the collection of surface styles.

Note the yellow triangle next to the Contours and Triangles surface style. The triangle indicates the style used to display the EG1 surface.

2. In the Surface Style dialog box, click the Display tab and do the following: 

Notice that this surface style displays the Triangles, Border, Major Contours, and Minor Contour surface components.



For Major Contour, change the color to Blue (color 5).



For Minor Contour, change the color to Magenta (color 6).

3. Click the Contours tab and do the following: 

Expand Contour Intervals.



For Minor Interval, enter 0.5 (0.1 m).



For Major Interval, enter 2.0 (0.5 m).



Click OK.

The surface display updates to reflect the decreased contour interval and the changed colors.

Next, you create a new surface style that displays only triangles. 4. In Settings, click to expand Surface, Surface Styles. Right-click Surface Styles. Click New.



Right-click Contours and Triangles. Click Edit.

Unit 2 – Lesson 3: Surfaces

5. In the Surface Styles – New Surface Style dialog box: 

Click the Information tab.



For Name, enter Triangles. Civil 3D 2010 Student Workbook ▪ 25



Click the Display tab.





Turn all components off, except Triangles.

Next, you apply the _No Display surface style to the EG1 surface.



For Triangles, change the color to red.



Click OK.

10. In the drawing area, select the surface. Right-click and then click Surface Properties.

Click Cancel.

11. In the Surface Properties - EG1 dialog box, on the Information tab:

Next, you apply the surface style. 6. In the drawing area, click the surface. Right-click and then click Surface Properties. 7. In the Surface Properties dialog box, Information tab, for Surface Style, click Triangles. Click OK.



For Surface style, select _No Display.



Click OK.

Civil 3D suppresses the display of the surface. _No Display styles are a useful alternative to turning off a layer. Next, you assign a style to display just the contours. 12. In Toolspace, on the Prospector tab: 

Click to expand Surfaces.



Right-click EG1. Click Surface Properties.

The surface display updates.

13. In the Surface Properties - EG1 dialog box, on the Information tab: Next, you review and apply the _No Display surface style. The _No Display style is used to suppress the display of the surface object. 8. In Toolspace, on the Settings tab: 

Click to expand Surface, Surface Styles.



Right-click _No Display. Click Edit.



For Surface Style, click Contours 1' and 5' Background (Contours 0.2m and 1m (Background).



Click OK.

The surface display updates to show contours.

9. In the Surface Style - _No Display dialog box, on the Display tab: 

Notice that all components are not visible. The _No Display surface style can be assigned to surfaces to suppress their display.

Unit 2 – Lesson 3: Surfaces

14. Look closely at the contours and notice the sharp corners. Next, you modify the surface style to introduce contour smoothing. Civil 3D 2010 Student Workbook ▪ 26

15. In the drawing area, select the surface. Right-click and then click Edit Surface Style. 16. In the Surface Style dialog box, click the Contours tab and do the following: 

Click to expand Contour Smoothing.



For Smooth Contours, change the value to True.



At the bottom of the dialog box, using the slider, maximize the contour smoothing factor.



Click OK.

The display of the surface updates to show smoothed contours. 17. Close the drawing. Do not save the changes.

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Exercise 5: Apply Surface Labels

8. In the Add Labels dialog box, for Label Type, select Contour – Multiple.

In this exercise, you learn how to apply contour labels, spot elevation labels, and slope labels to a surface. Surface labels automatically update if the surface changes.

9. Click Add. For this exercise open …\I_SurfacesEX5.dwg (M_Surfaces-EX5.dwg). Before you begin, turn off the points layer. 1. Enter LA (Layer). Press ENTER. 2. In the Layer Properties Manager window, turn off the following layers: 

V-NODE



V-NODE-TEXT

Note: You can use any method you are familiar with, including the commands on the ribbon, to turn off these layers.

You are prompted on the command line to specify first point or [Objects]. The procedure is to click two points in the drawing and drag a line across the contours. A contour label is placed at the locations where the line intersects a contour. 10. Click two locations in the drawing to draw a line over the contours. Press ENTER.

3. Click the surface in the drawing area. 4. Right-click and click Surface Properties. 

Click the Information tab.

11. Use the AutoCAD Move command, or use the grips to move the contour label line.



Change the surface style to: 1’ and 5’ Existing (Metric: .5m and 2m Existing).

Notice that the labels move to the new locations where the contour label line intersects the contours.



Click OK.

Now turn off the contour label line.

5. In the Surface Properties dialog box:

6. Zoom to the area to the right of the right-most intersection.

12. In the drawing area, click the contour label line.

7. On the ribbon, Annotate tab, click Add Labels > Surface > Add Surface Labels. Unit 2 – Lesson 3: Surfaces

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13. Right-click and click Properties. The contour label line properties are displayed in the Properties palette. 14. For Display Contour Label Line, select False. Press ESC. The display of the contour label line is suppressed. When you click a contour elevation label, the label line is visible again.

20. Click Close to close the Add Labels dialog box. 21. Select the spot elevation label in the drawing area. 22. Hold your mouse over the diamondshaped Label anchor grip.

Now add spot elevation and slope labels to the plan. You first modify the style. 15. In the Add Labels dialog box, change the Label Type to Spot Elevation. 16. Change the Spot Elevation Label Style to Elevation Only.

23. Click and drag the point label to a new location. 24. Press ESC. Civil 3D updates the elevation of the label to reflect the elevation of the surface at the new location. 25. On the ribbon, Annotate tab, click Add Labels > Surface > Add Surface Labels.

17. Click Add. 18. Click any location within the limits of the surface.

26. Change the Label Type to Slope. 27. Change the Slope Label Style to Percent.

19. AutoCAD Civil 3D adds a spot elevation label.

28. Click Add. Unit 2 – Lesson 3: Surfaces

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29. Enter T for Two-point. Press ENTER. 30. Select two points along the center of the road. Press ENTER.

31. Close the Add Labels dialog box. 32. Click the slope label line you created. 33. Click the grips and move the slope label line. 34. Press ESC. AutoCAD Civil 3D updates the slope of the line based on the new location of the line. 35. Close the drawing and do not save the changes.

Unit 2 – Lesson 3: Surfaces

Civil 3D 2010 Student Workbook ▪ 30

Exercise 6: Export Surface to Google Earth

4. Notice the assignment of the UTM coordinate system.

For this exercise, you must open the drawing provided. This exercise requires that Google Earth is installed on your computer, and also requires an Internet connection. If Google Earth is not installed, you can download it at the following location: http://earth.google.com/ With Civil 3D, you can work within defined coordinate zones on the surface of the earth. The dataset you have been working with in this lesson is located in Vancouver, British Columbia. In this exercise, you export the surface and drawing data to a Google Earth KMZ (keyhole markup zipped) file. You then open the file and view the drawing data in Google Earth.

The assigned coordinate system in the Civil 3D drawing must be the same as the Google Earth mapping coordinate system. 5. Click Cancel. 6. On the Application menu, click Publish > Publish to Google Earth. The Publish AutoCAD DWG to Google Earth Wizard opens. 7. The Name defaults to the drawing name – M_Surfaces-EX6. 8. For Description, enter Ross Road. 9. Enter http://www.vancouver.ca for the Hyperlink.

For this exercise, open M_SurfacesEX6.dwg.

The last two entries are optional and if entered, appear in the Places window in Google Earth.

Begin by reviewing the coordinate zone.

10. Click Next.

1. In Toolspace, click the Settings tab.

11. Select All Model Space Entities and Publish Entity Information.

2. Right-click the drawing name. Click Edit Drawing Settings.

3. Click the Units and Zone tab. Unit 2 – Lesson 3: Surfaces

12. Click Next.

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13. The drawing has a coordinate system already assigned with the Drawing Setup command. Therefore, this setting is automatically selected.

20. Use the navigation tools in Google Earth to examine the results. 21. Close the drawing and do not save the changes. 22. Close Google Earth.

14. Click Next.

23. When prompted to save unsaved items, click Yes.

The next step is to assign elevations to the data.

24. Close the drawing and do not save the changes.

15. Select Drape Entities on Ground.

16. Click Next. You now specify the file name and location for the Google Earth KMZ file. 17. Confirm that the file name is M_Surfaces-EX6.kmz and note the folder location. 18. Click Publish. AutoCAD Civil 3D creates the KMZ file for Google Earth. 19. Click View to launch Google Earth. Google Earth navigates directly to the location of Ross Road in the City of Vancouver. You may need to zoom out to see Ross Road. A new Place is added in the Places Window of Google Earth. Unit 2 – Lesson 3: Surfaces

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Assessment Challenge Exercise Instructors provide a master or challenge exercise for students to do based on this lesson.

Questions 1. What does the acronym TIN stand for? 2. Why would a surveyor exclude some points from a surface model? Offer some examples of these types of points. 3. Explain why breaklines are necessary for surface modeling. 4. Why would an engineer modify the properties of a surface? 5. Explain when an engineer would use a no display, triangles, and contours surface style. 6. What are the most common types of surface edits? 7. What is Google Earth and why is it useful?

Answers 1. TIN stands for Triangulated Irregular Network. Civil 3D uses a TIN to represent surface models in AutoCAD Civil 3D. 2. A surveyor would exclude points from a surface model that do not reflect the true topography. These points are referred to as Invalid DTM points. Examples include sewer inverts, tops of fire hydrants, and subsurface valves. 3. Breaklines are used to represent distinct terrain breaks. Examples of breaklines include road crowns, gutters, top of bank, bottom of bank, stream edges, and creek edges. When creating surfaces, it is important to define breaklines to make sure the surface is accurate. Triangulation lines are forced along breaklines. 4. Modifying surface properties enables you to change the style assigned to the surface, specify the maximum triangle length to be used, allow for crossing breaklines, and to review surface statistics. 5. A no display style is used to suppress the display of a surface. No display styles make the drawing more manageable when working with larger surfaces. A triangles style is useful for surface editing. A contours surface style is used for presentation on final engineering drawings. 6. The most common types of surface edits include deleting lines, adding lines, and swapping edges. Unit 2 – Lesson 3: Surfaces

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7. Google Earth is a geospatial software application made available by Google. Google Earth is useful because 1) you can export Civil 3D data to Google Earth, and 2) you can import Google Earth images and surface data to Civil 3D.

Lesson Summary In this lesson, you learned how to work with surfaces in AutoCAD Civil 3D. You started by creating a few surface styles. The default surface style was set and the surface naming template defined. Next, the surface was created using point group data and breaklines. The point group excludes invalid DTM points, and proximity breaklines were used. You then modified the surface properties and edited the surface using the Delete Line, Add Line, and Swap Edges commands. Once the surface was created, you annotated the surface with contour labels, spot elevations, and slope labels. The lesson ended with an exercise that taught you how to export data from Civil 3D and publish it to Google Earth.

AutoCAD, AutoCAD Civil 3D, Autodesk, and Civil 3D are registered trademarks or trademarks of Autodesk, Inc., and/or its subsidiaries and/or affiliates in the USA and/or other countries. All other brand names, product names, or trademarks belong to their respective holders. Except as otherwise permitted by Autodesk, Inc., this publication, or parts thereof, may not be reproduced in any form, by any method, for any purpose. Autodesk reserves the right to alter product offerings and specifications at any time without notice, and is not responsible for typographical or graphical errors that may appear in this document. © 2009 Autodesk, Inc. All rights reserved.

Unit 2 – Lesson 3: Surfaces

Civil 3D 2010 Student Workbook ▪ 34

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